2006, 12-07 Permit App 06004662 Garage, CarportProject Number: 06004662
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Inv: 1
Protect Information:
Permit Use: DETATCHED GARAGE 48 X 24 W/ATTACHED
CARPORT 12 X 24
Contact: REAL TECH
Address: 1104 S WHIPPLE
C - S - Z: SPOKANE VALLEY WA 99206
Setbacks: Front Left: Right: Rear: Phone: (509) 868-2085
Group Name:
Project Name:
Site Information:
Plat Key: 001743 Name: MYRON 08TH (FEES) District: Sout
Parcel Number: 44042.1908 Block: Lot:
SiteAddress: 10905 E FERRET DR Owner: Name: MCDANIEL, DANNY
Address: 10905 E FERRET DR
SPOKANE VALLEY, WA 99206
Location:: CSV
Zoning: UR-1 Urban Residential-1
Water District: 101 SPO CO WATER DIST#3B Hold: ❑
Area: .00 Acres Width: 147 Depth: 250 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Date: 12/7/2006 Page 1 012
Review
Building Plan Review
Originally Released: 11/28/2006 By: TMELBOU
Landuse/Zoning/HE Conditions
Permits:
Released By:
Originally Released: 12/6/2006 By: SKUHTA
Operator: jmm Printed By: jmm
Print Date: 12/7/2006
Project Number: 06004662
Inv: 1 Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: REAL TECH
Address: 1104 S WHIPPLE
SPOKANE, WA 99206
Description G�pr Type
CARPORT OP R-3 VB
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes:
Notes
Building Permit
Date: 12/7/2006
Firm: FRANK REALING/REAL TECH
Phone: (509) 891-8333
This Application:
Sa Ft Valuation
288 $4,320.00
1,152 $21,888.00
Totals: 1,440 $26,208.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Total Project:
So Ft Valuation
288 $4,320.00
1,152 $21,888.00
1,440 $26,208.00
Fee Amount
$411.45
$4.50
$164.58
$580.53
Page 2 of 2
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid
Building Permit $580.53 $580.53 $0.00
$580.53 $580.53
Amount Owing
$580.53
$0.00 $580.53
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: jmm Print Date: 12/7/2006
Project Number: 06004662 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: DETATCHED GARAGE 48 X 24 W/ATTACHED
CARPORT 12 X 24
Setbacks: Front
Site Information:
Plat Key: 001743 Name: 1 IYRON 08TH (FEES)
Contact: REAL TECH
Address: 1104 S WHIPPLE
C - S - Z: SPOKANE VALLEY WA 99206
Left: Right: Rear: Phone: (509) 868-2085
Group Name:
Project Name:
Parcel Number: 44042.1908 Block:
SiteAddress: 10905 E FERRET DR
Location:: CSV
Lot:
Date: 11/28/2006 Page 1 of 2
District: Sotit
Owner: Name: MCDANIEL, DANNY
Address: 10905 E FERRET DR
SPOKANE VALLEY, WA 99206
Zoning: UR-1 Urban Residential-1
Water District: 101 SPO CO WATER DIST#3B Hold: ❑
Area: .00 Acres Width: 147 Depth: 250 Right Of Way (ft): 0
Nbr of Bldgs: 2 Nbr of Dwellings: 1
Review Information:
Review
Building Plan Review
Landuse/Zoning/HE Conditions
vV
Released By:
Permits:
Operator: jmm Printed By: jmm Print Date: 11/28/2006
Project Number: 06004662 Inv: 1
•
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Contractor: REAL TECH
Address: 1104 S WHIPPLE
SPOKANE, WA 99206
Description Grp Type Notes
CARPORT OP R-3 VB
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
WSBC SURCHARGE
SF PLNS RVW < 7999 SQ FT
Notes:
Payment Summary:
Permit Type
Building Permit
Date: 11/28/2006
Building Permit
Firm: FRANK REALING/REAL TECH
Phone: (509) 891-8333
This Application:
So Ft Valuation
288 $4,320.00
115 $2,185.00
Totals: 403 $6,505.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Total Project:
So Ft Valuation
288 $4,320.00
115 $2,185.00
403 $6,505.00
Fee Amount
$139.25
$4.50
$55.70
$199.45
Page 2 of 2
Fee Amount Invoice Amount Amount Paid Amount Owing
$199.45 $199.45 $0.00 $199.45
$199.45 $199.45
$0.00 $199.45
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: jmm Printed By: jmm
Print Date: 11/28/2006
Sfiokane
Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106,) FE !� Hii
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)6813- ►b37
wvrwspok_anevalley. org. com,
Residential Construction
Permit Application
D
D
NOV 22
PERMIT NUMBER: y(i, 2,-
PERMIT FEE:
'New Construction
o Addition/Remodel
o Other:
o Accessory Bldg
o Deck
SITE ADDRESS i e°\(S
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner .; ..
Name: ,t\ r Vc\G bG Cl + Q,
Address: \ V° C% E -:eA r 6. 6 T
City:N „)\S-sip \O. \ 1-6 Zip O Q
1
Phone:C Z \-1.1 Fax:
Contact Person Name:0�
.CGR Q � p
Phone: c S1
Contractor .
,
l-G�
Name: Vco,s,% \(Qc�\VC C
Address: \ 10 a c U.;\-;
City:0.11k t ZiP O\ck20 C
Phone -`7 OJ2 ax. 'Z,-CO i & 1
Lic No: *-Cti,` C** 0:174ate: irS-'\10 �J
+
City Business Lic No: q)0 C-C--1(,"'a� i
Describe the scope of work in detail: Cost of Project:
\\&"ISeA. COY t+c\--Q, 'ACx
\�_XRA
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
DIMENSIONS:
# OF STORIES:
TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:
2Nu FLOOR SQ. FTG:
4\4kW-T
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG: \‘44i\
`ARAGE SQ. FTG:ECK/COV.
\\ -E- —
PATIO SQ. FTG:
`\)
30% SLOPES ON (�
PROPERTY: 6�
# OF BEDROOMS:
N \
CONSTRUCTION TYPE:
\c 'sz\ "cV_)., 2
HEAT SOURCE:
'N
SEWER OR SEPTIC?
A Q[
DISCLAIMER
The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processe
Date \
Method of Payment: (Faxed permit applica)ons will only be accepted with major bankcard)
❑ Cash Check ❑ Mastercard ❑ VISA
Bankcard #: Expires: VIN#:
❑ Other
Authorized Signature:
REVISED 87252D05
Sialika
_ - galley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
Residential Plan Submittal Minimums
Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
Show the height of any proposed buildings or accessory structures.
Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
'141 All braced wall panel types: show locations and details of installation, including
engineered design.
Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
6 Smoke detector locations
® 22" X 30" attic access location
L 18" X 24" crawl space access:
• One -hour separation detail: between house and garage
'1K1 Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
IN Furnace and hot water heater location.
• All header locations: type, size, and connections
It Foundation plan
Insulation information
o\b ccn e. \ E bye `V)Q,r"a
z� ,�e .c "tC-K \s s;\\e w V\\ ¶;o\
107
Zo
co
OCR - L/( (
Cce
DZ
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Max.
height
10'
2' to 18' (finished width)
Fasten sheathing to header with
8d common nails in 3" grid
pattern as shown and 3" o.c. in
all framing (studs and sills) typ.
Top plate
continuity is
required per
R602.3.2
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
If panel splice is needed it shall
occur within 24" of mid -height.
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
example:16" min. for 8' height
Min. 2"x2"x3/16" plate washer
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
tot'.
1 4
n o,e
.66
In.
,o �0
Braced wall
segment per
R602.10.5
No. of
jack studs
per table
R502.5(1 &2)
7
Anchor bolt per R403.1.6 Typ.
0,0
0,0
Foundation per code
0
0io:
u:0
{
0,0
00
0:0
o,o
oe
0,0
0,0
0;0
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@ 3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
s. fiber cement siding shall comply with the requirements of ASTM C 1186.
t. See 'Section R703.10.1.
u. Minimum 0.102 inch smooth shank, 0.255 inch round head.
v, Minimum 0.099 inch smooth shank, 0.250 inch round head.
w See Section R703.10.2.
x. Face nailing: 2 nails at each stud. Concealed nailing: one 11 gage 11/2 galv. roofing nail (0.371 inch head diameter, 0.120 inch shank) or 6d galv. box nail at each
stud.
y. See Section R703.2, Exceptions.
z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches.
TABLE R703.5.2
MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS''''.`
(Dimensions are in inches)
LENGTH
EXPOSURE FOR SINGLE COURSE
EXPOSURE FOR DOUBLE COURSE
Shingles'
16
71/2
12'
18
81/,
14`
24
111/2
16
Shakes'
18
81/2
14
24
111/2
18
For SI: 1 inch = 25.4 mm.
a. Dimensions given are for No. 1 grade.
b. A maximum 10-inch exposure is permitted for No. 2 grade.
c. A maximum 11-inch exposure is permitted for No. 2 grade.
R703.5.4 Bottom courses. The bottom courses shall be
doubled.
R703.6 Exterior plaster.
R703.6.1 Lath. All lath and lath attachments shall be of
corrosion -resistant materials. Expanded metal or woven
wire lath shall be attached with 11/2-inch-long (38 mm), 11
gage nails having a 7/16-inch (11.1 mm) head, or
'/e-inch-long (22.2 mm), 16 gage staples, spaced at no more
than 6 inches (152 mm), or as otherwise approved.
R703.6.2 Plaster. Plastering with portland cement plaster
shall be not less than three coats when applied over metal
lath or wire lath and shall be not less than two coats when ap-
plied over masonry, concrete or gypsum backing. If the plas-
ter surface is completely covered by veneer or other facing
material or is completely concealed, plaster application
206
drain to the exterior of the building. The weather -
resistant barrier shall lap the attachment flange. The exte-
rior lath shall cover and terminate on the attachment
flange of the weep screed.
R703.7 Stone and masonry veneer, general. All stone and
masonry veneer shall be installed in accordance with this chap-
ter, Table R703.4 and Figure R703.7. Such veneers installed
over a backing of wood or cold -formed steel shall be limited to
the first story above grade and shall not exceed 5 inches (127
mm) in thickness.
Exceptions:
1. In Seismic Design Categories A and B, exterior ma -
need be only two coats, provided the total thickness is as set
forth in Table R702.1(1).
On wood -frame construction with an on -grade floor slab
system, exterior plaster shall be applied in such a manner as
to cover, but not extend below, lath, paper and screed.
The proportion of aggregate to cementitious materials
shall be as set forth in Table R702.1(3).
R703.6.2.1 Weep screeds. A minimum 0.019-inch (0.48
nun) (No. 26 galvanized sheet gage), corrosion -resistant
weep screed or plastic weep screed, with a minimum ver-
tical attachment flange of 3V2 inches (89 mm) shall be
provided at or below the foundation plate line on exterior
stud walls in accordance with ASTM C 926. The weep
screed shall be placed a minimum of 4 inches (102 nun)
above the earth or 2 inches (51 mm) above paved areas
and shall be of a type that will allow trapped water to
2003 INTERNATIONAL RESIDENTIAL CODE®
WALL COVERING
3.1. Braced wall panels shall be constructed with a
minimum of/16 inch (11.1 mm) thick sheath-
ing fastened with 8d common nails at 4 inches
(102 mm) on center on panel edges and at 12
inches (305 mm) on center on intermediate
supports.
3.2. The bracing of the top story shall be located at
each end and at least every 25 feet (7620 mm)
on center but not less than 45% of the braced
wall line. The bracing of the first story shall be
as provided in Table R602.10.1.
3.3. Hold down connectors shall be provided at the
onrlc of hrararl walk fnr the cernnd flnnr to
W *\r\ 1 ��J_l`� �! OG SN /roc' de r,
Pa
P ca Ti\c (Z ...4\ � SAr c �c eS
rdS U D
c7(C,f,„,:t-or t•43\
sit 6 9oly
" i X12
cJ
440 X `f'
" czJ -1 ?"
Min. 4 ft Brace Wall P er R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Br a Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA ortal Frame Bracing ,3
Engineered Shear Wall Br cing
S: ec Sec -re
6?70 3 , ` pf-71 C';.A
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 '/2 in. below threshold. Landing ----
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 % in. below
threshold provided the door does not swing over the landing.
Anchor Bolts- Minimum 1/2" x 10" with 7" concrete
embedment at 6' o.c. and 12" from ends of sill plates.
PROTECTION AND OPEN'NGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) 0R
❑ 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
MAPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE
S1 EEL DOORS NOT LESS THAN 1 3;8", OR 20 MINUTE FIRE RATED
DOORS.
► C I. L S -7-4 AN (o P -o M k n OmkJ Gci
WAX Wok,
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t
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ll et i r \ -r14\
3.� 1 seL \ ,U,)
t
antis Qw /at th:fx Io'' (or aC k ti-`fFiwA44yJQ'
t:‘\ , cak\ k*+I -7" cvr c..a-re- ewe 66Ep, 4,0,1„ r'
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
building a minimum 6 inches in first 10 feet.
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
8 PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
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24 0.c.
3 t FTh ( unt1k'
(r
'L$4 O, •
cJ
1 /8" GAP
BE KEEN SHEATHING
1 f 'g04-
5.6.0 t ,
5
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3o a�,;J�►'�► Celt
it
---TTwos Type
DBL. FINK
,r Park, WA 9:1008"-
^ 0 20.0-0
�I
6.00112
IIJob Wierenca (oplionall
6.20/0 91 3 19;0116 MiTek Intlu9lries, Ino Tua (ct 10 1
40 39 38 37 36 35 94 33 32
L axe = r.1 )
40-0.0
20.0-0
Z:• 15 3xe
.may.,..
"is
10
MI.
2? 0-01
2-0.0
scale. l:
21
)5 ^ `-
\
31 30 29 27 26 25 1 us-
-
naw �naers (x50: 149:0.2•d.0_3-0,,(_35:0-2-8.0.3.01 _ - _....-- -., _ ..
LOADING(psq Sp ACING 2.0.0 C51 DEFL in (Ipc) Vtleft Ud PLATES GRIP
TCLL 30.0 pit les Increase 1,15 TC 0.29 Vert(LL) -0.03 23 rdr 120 MT20 2201105
BCDL 10.0 Lw ober Increase 1.1$ BC 0.06 Vert(TL) -0.04 23 rVr 120
BCLL 0.0 Re) Stress ]nor YES WB 0.15 HoM(TL) 0.01 22 his n/a
BCDL 7.0 _ Cc is IRC2003/rP12002 (Matrix)
Weight; 24> Ib
LUMBERBRACING
TOP CHORD 2 x 4 DF No,13 Btr TOP CHORD SVUC, al wood streaming directly applied c'6-0-0 oC purime.
BOT CHORD 2 X 4 DF No. f 6 Blr BOT CHORD Rigid cling directly applied or 10.0-0oo br •an9
OTHERS 2 X 4 DF Stud/i hd WEBS 1 Row it midpt 12-32.11-33, 13- li
REACTIONS (Ib/size) 2=38:840.0.0, 22=luismo-0.0, 32=171140.0.0.33=187/40-0.0. 34=lee/40-0.o, 35=18a o -o -d.
36=1116/10-0.0, 37=186/40.0-0, 38=196140,0-0, 39=151/40-0.0, 40-289/40-0-0, 31=18 40-0-0,
30N114140-0-0, 29=189/40.0.0, 28=185/40-0-0, 27=186/40.0-0, 28=196/40-0-0, 25=15 40-0.0,
24=21.9!40.0.0
Max UPM2=•1 I )(load rase 3), 22=•110(lood ase 3), 33=24(load Cele 3), 34=-49(load Cue 3), 5=-42(lood case 3)
30=-42(I0ad case 3), 37=.43(bed use, 3)- 38=32(load case 3), 39=53(bed ase 3), 0=27(Icad Case 3)
31-24(lcad case 3), 30=-49(loed case 3), 29=42(load case 3), 29=42(lood ase 3), 79413(bad case 3)
20-- 39(ioad case 3), 25=-53(lood Case a), 24=27(load case 3)
Max Grew 2=36: (load case 1), 22=385(lood case 1), 32=171 (load wee 1), 33=193(load case 4), t=1 e8(load case
1), 35086(load case 1), 36=189(toad case 4), 37=186(load coo* i), 38=196(load cast 1), 39=151(lood
case,), 40.269(load case 4), 31=193(lood case 5), 30=168(losd case 1), 29=180(loac ase 1),
25-118(load ease 5), 27-186(load use 1), 26=196(load case 5), 25-151 (load case 5), A=289(lood use
5)
FORCES (ID) • Maximum Compression/Maximum Tenelon
rOP CHORD 1.2=0/72, 2-3=-100/53, 3-0-..80/11, 4.6=53/26, 5-6=57/50, 0.7=-0/60, 7-6=•55/94, 8-9=-56/121 9.10=46/162,
10.11x56/19!, 11-1256/224, 12.13-56/224, 13-f4=56/100, 14.15=-56/162, 15.18=56/128, 6.17--58/94,
17.16=-8/80, 15.19=-67/56,19.20=-53/26, 20-21=.06/11, 21-22=100/53, 22.23=0/72
30T CHORD 2-00=0/136, 31-40-0/130, 36.39=0/136, 37-38=0/130, 30.37=0/136, 35-36=0/136, 3435=0/130 33.34=0/136,
32-33=0/136, L1 -32=0/130.30.31=0/136,29 -30=0/136,20.29=0/136,27-28-0/138,28-27=0/13 25.28=0/136,
24.25=0/136,:2-24=01136
NESS 12.32=-143/0, 11.33=-165/41, 10-30-160/65, 9-35-•150/5e, 0-36=160/59, 7.37=158/58, 5.38 186/e0,
4-39=-126/56, 3.40-•262(77, 13-31=165/41, I4.3W-100/85, 15-29=-150/50, 16-28=-160/59, 1. >7=-159/59,
19-26=-168160 20.25-•125/65, 21-24=-252177
VOTES
1) Unbalanced roof live bads liuve been considered for mis design.
2) Wind: ASCE 7.02; 55mph; h:;25tt; TCDLa4.2psf; BCDL-4,2psY Category 11; Exp B; endo6ed; C•C Extedor(2), cantilever left and
right exposed I end vertical It it and right exposed; Lumber DOL=1,33 plate grip DOL=1.33.
1) Trues designed for wind loac 9 in the plane of the truss only. For etude exposed to wind (normal to the face), 1 e MiTek
'Standard Gable End Detail"
1) This truss has been designoc for a 10.0 psi Dolbrll chard livo load nenooncurrent with any other live loads.
i) WI plates are 2x4 MT20 unlet a otherwise Indicated.
3) This Iruee requires plate insp raion per the Teem Count Method when this truss is chosen for quality assuranc inspection.
F) Gable requires continuous be dcm chord bearing.
IAA! riP1Ar6B1d8,995tDed at 2.0.0 is.
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85-13 6.5.73 Cr5.13
4:0_o 4z-0.9
Scale - 1r
3X4 = 3,
ILI 10
11
12
3X4 =
8.3.11 10.1-5, 31.6-,2
8.3-11 7.9.6 7_90 7-&6 8.3.1
Plateolteatsx-" 2v=o-b;c gJ,ng;D-o•o.oaiai' - -
LOADING(pa0 SPICING 2;-" CSI DEFL in (tool UdaO -d PLATES GRIP
TCLL 30.0 Pla.es Increaea 1.15 TC o,49 Verl(LL) -0.20 14-15 >BBB 248
TCDL 10.0 Lur iber Increase 1.15 M720 220/765
BCLL 0.0 Rap Stress Incr YES WB 0.7d Hoa( i. -0.34 14-15 >9B)j, 180 s
BCDL 7.0 Ci011e IRC20034P12002 (Matrix) Hors(TLj 0,13 18
' 1... Weight: 20 Ib
LUMBER ---
TOP CHORD 2 X 4 DF No. 18air BRACINGTOP CHORD Stnxx at woad sheathingdirectlyapplied
807 CHORD 2 X 4 DF N0.183tr BOT CHORD Rigid � iling directly applied or 10-0-0 oo brl ;,fng.3 oc purlins.
WEBS 2X4 DF SWtl/, td
REACTIONS (Iblaigo) 24042/0.6-8, 10=2042/0.5.0
Mom Uplift2=-30 (load Case 3), 10=-361(load Cess 3)
FORCES (Ib) - Maximum Corr pression/Maximum Tension
TOP CHORD 1-2=0/73, 2.3s •3470/464, 3d=3265/510, 4.5--3147/526, 5-6=.2517/4K 8-7=-2517/404, 7.8-- 147/526,
8-9=•3266/51C, 8.10=3470/484, 10-114/73
BOT CHORD 2-17=•313/2883, 18.17=-1981?A17, 16.16=•1982417, 14-15=-64/1835, 13-14=19612417, 12.1: -19612417,
10.12-4132939
WEBS 3-17=•436/182 5-17=-987665, 5-15=778/217, 8-15=150/096, 8.14-.160/698, 7-14--779/217, 12=-98/665,
9.12=-436/182
NOTES
f) Unbalanced roof Bve loads have been considered for this design.
Z) Wlnd: ASCE 7.02; 86mph; h+254; TCDL=4.2psh 8C0L=4.2psY Category II; Exp B; enclosed; C -C Exlorlor(2) anlilever left and
right exposed ; and vertical 11 it and right exposed: Lumber DOL=1,33 plate grip DOL=1.33.
1) This this$ has been designer for a 10.0 psf bottom Chord live load nonCCncurrent with any other live loads,
1) This trues requires plate Into lotion per the Tooth Count Method when this truss Is chosen for quality assuranc inspection,
;)Provide Mechanical connecli.m (by others) of truss to bearing plate Capable of withstanding 361 Ib uplift atJoln 2 end 361 Ib
uplift at joint 10.
q This truss is designed in acs rdfiroo with tree 2003 International Residential Code sections R$01.11.1 and RN .10.2 and
referenced standard ANSUTF 11.
) This truss does not Include any time dependant deformation for long term loading (Creep) In the total load defle Mn. The
building designer shall verify het this parameter fits with the intended use of this component.
OAD CASES) Standard
CO 39VJ SSflbl N33N9N3/13 08099LL609 99:91 9002/OT/0T
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMP CE
SPOKANE VALLE,' 7! i _7ING VISION
1 j k 11Z, • t